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TYP. (2) (2) U.N.O. J (2) X X G S6 X n ,'� CJ1 CJ1 CJ3 CJ3 CJ5 CJ5 NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS J S6 1. (2) 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW TYP @ INT. CJ5 BEARING U.N.O. CJ3 CJ1 CJ 1 tiV, HSPHGA10 @ 36" O.C. UPPER FRAMING PLAN-B. SCALE: %4"=1'-0" � w CJ1 �1 1 1 rn cn w N ; D C') W ... W . ..�.. W... W... W... co m I I I I I I I I II I I I 14 13 •, I I I I I I I II I I I I I I •,•�,•, :: ::: •: ;; • f : ::: :: :::::::::::: :: I (2) M3G I M1G (2) r X EJ3 X w �+ X J CJ1 S6 E1G In 1 n \(2)0 �EGE UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A WETA20 1810 9 - 10d x 1 1/2" HTA20 1615 1585 10 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1615 1585 10 - 10d x 1 112" C W2.5A 600 535 10-8d RT7A 670 565 10 - 8d X 1 1!2" D H3 455 320 8 - 8d RT3 610 525 8 - 8d X 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1400 1400 10 - 10d X 1 1/2" F HHETA20 2235 10 - 10d x 1 1!2" G H10A 1340 1015 18 -1 Od x 1 1/2" RT16A 1380 1160 9-10d X 1 1/2"& 8-10d H HTT4 3610 3105 518" ANCH. l 18 10dx1-112 HTT4 2715 5/8" ANCH.120 10dx1-112 J HT75 4350 3740 5/8"ANCH.12610dx1.112" HT75 3225 518"ANCH.I(28)10dx1-112 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L D B * 4505 3785 5/8"ANCH. 3/4" STUD BOLT TDX6 5320 — 2 - 7/8" DIA. BOLTS M WD7B * 6645 5650 718"ANCH. 314" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N 1165/1070 ** 1005/915 ** 8 - 10d x 3" JUS26 1115/1060** — 8-10d P H 1550/3335 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 1925/3295 — (20)16d x 3-1/2" O HUS28 2000/4220 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2570/4345 — 30d -16d x 3-1l2" R MTS12 1000 860 14 - 10d x 1 1!2" MTW12 1195 1005 14-10d x 1-1l2" S MTS 16 1000 860 14 - 10d x 1 1/2" MTW 16 1195 1005 14-10d x 1-1 /2" T MTS20 1000 860 14 - 10d x 1 1/2" MTW20 1195 1005 14-10d x 1-1/2" U MGTJMUGT 3140 3140 22 - 10d X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & LUGT2 1850 1810 (16)10d NAILS AND (7) 1/4" x 2-1/4" (5) 1/4" x 3"WEDGE TITENS BOLTS „X. If kk i 00 HTS 20 1450 1245 24-10d X 1 1i2" HTW20 1530 1285 24-10d X 1 1/2" 5P1 585 535 10 - 10d SPT22 685 8 - 10d SP2 1065 605 12-10d SPT24 1030 12-10d 645 55 12-10d X 1 1/2" * MINIMUM 3"MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS USP CIA-7000C NOTE: DOUBLE FELT REC!'D ON ROOF PITCHES 3/12 &LOWER. LOADS --ROOF = L ! 360 FLOOR = L / 480 WJ 3l8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD &TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (A) (+ 1 OR ;PLY CARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @EVERY INTERSECTING POINT SHOWN ON THE NIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) (B TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+} IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 S0. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 OR CONT LEDGER (A) INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. C9 z_M 0 Z Z =C t� z w d'Q p °O w F � � o t— U _oo m N aim U- 00 W cli E N M � p � M U N p tM'3 O o 0 � � o- o Q o Qv rn ¢ o N N YI Z W 16 U) 3— zO ^—' w�.° S 4 ROM 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering po rLENNAR t ions of the drawing pages bearing Engineer's signature and seal. 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com oz 0 of w¢�� UZOO z�w�� �oWz a p w Owwo I Q � LLA u o Q J zo 0— E Z g z -0 ~ Z 4� Qz O � CCJ¢ J w U � M LL. o Lu g z 0 N � Z��a Q � ofL�� Z ,�o�o Z N �_�'�� � ,�-1 W F Z � w � ¢ z ��Z oz � �Zo Z aQ J i"i'i � ,--1 a cn s SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAMES VERSION N0. 3ol SHEET NO. 7.2 UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A WETA20 1810 9 - 10d x 1 1/2" HTA20 1615 1585 10 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1615 1585 10 - 10d x 1 112" C W2.5A 600 535 10-8d RT7A 670 565 10 - 8d X 1 1!2" D H3 455 320 8 - 8d RT3 610 525 8 - 8d X 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1400 1400 10 - 10d X 1 1/2" F HHETA20 2235 10 - 10d x 1 1!2" G H10A 1340 1015 18 -1 Od x 1 1/2" RT16A 1380 1160 9-10d X 1 1/2"& 8-10d H HTT4 3610 3105 518" ANCH. l 18 10dx1-112 HTT4 2715 5/8" ANCH.120 10dx1-112 J HT75 4350 3740 5/8"ANCH.12610dx1.112" HT75 3225 518"ANCH.I(28)10dx1-112 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L D B * 4505 3785 5/8"ANCH. 3/4" STUD BOLT TDX6 5320 — 2 - 7/8" DIA. BOLTS M WD7B * 6645 5650 718"ANCH. 314" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N 1165/1070 ** 1005/915 ** 8 - 10d x 3" JUS26 1115/1060** — 8-10d P H 1550/3335 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 1925/3295 — (20)16d x 3-1/2" O HUS28 2000/4220 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2570/4345 — 30d -16d x 3-1l2" R MTS12 1000 860 14 - 10d x 1 1!2" MTW12 1195 1005 14-10d x 1-1l2" S MTS 16 1000 860 14 - 10d x 1 1/2" MTW 16 1195 1005 14-10d x 1-1 /2" T MTS20 1000 860 14 - 10d x 1 1/2" MTW20 1195 1005 14-10d x 1-1/2" U MGTJMUGT 3140 3140 22 - 10d X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & LUGT2 1850 1810 (16)10d NAILS AND (7) 1/4" x 2-1/4" (5) 1/4" x 3"WEDGE TITENS BOLTS „X. If kk i 00 HTS 20 1450 1245 24-10d X 1 1i2" HTW20 1530 1285 24-10d X 1 1/2" 5P1 585 535 10 - 10d SPT22 685 8 - 10d SP2 1065 605 12-10d SPT24 1030 12-10d 645 55 12-10d X 1 1/2" * MINIMUM 3"MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS USP CIA-7000C NOTE: DOUBLE FELT REC!'D ON ROOF PITCHES 3/12 &LOWER. LOADS --ROOF = L ! 360 FLOOR = L / 480 WJ 3l8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD &TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (A) (+ 1 OR ;PLY CARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @EVERY INTERSECTING POINT SHOWN ON THE NIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) (B TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+} IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 S0. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 OR CONT LEDGER (A) INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. C9 z_M 0 Z Z =C t� z w d'Q p °O w F � � o t— U _oo m N aim U- 00 W cli E N M � p � M U N p tM'3 O o 0 � � o- o Q o Qv rn ¢ o N N YI Z W 16 U) 3— zO ^—' w�.° S 4 ROM 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering po rLENNAR t ions of the drawing pages bearing Engineer's signature and seal. 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com oz 0 of w¢�� UZOO z�w�� �oWz a p w Owwo I Q � LLA u o Q J zo 0— E Z g z -0 ~ Z 4� Qz O � CCJ¢ J w U � M LL. o Lu g z 0 N � Z��a Q � ofL�� Z ,�o�o Z N �_�'�� � ,�-1 W F Z � w � ¢ z ��Z oz � �Zo Z aQ J i"i'i � ,--1 a cn s SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAMES VERSION N0. 3ol SHEET NO. 7.2 C9 z_M 0 Z Z =C t� z w d'Q p °O w F � � o t— U _oo m N aim U- 00 W cli E N M � p � M U N p tM'3 O o 0 � � o- o Q o Qv rn ¢ o N N YI Z W 16 U) 3— zO ^—' w�.° S 4 ROM 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering po rLENNAR t ions of the drawing pages bearing Engineer's signature and seal. 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com oz 0 of w¢�� UZOO z�w�� �oWz a p w Owwo I Q � LLA u o Q J zo 0— E Z g z -0 ~ Z 4� Qz O � CCJ¢ J w U � M LL. o Lu g z 0 N � Z��a Q � ofL�� Z ,�o�o Z N �_�'�� � ,�-1 W F Z � w � ¢ z ��Z oz � �Zo Z aQ J i"i'i � ,--1 a cn s SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAMES VERSION N0. 3ol SHEET NO. 7.2